Project Estimate for linking of pond at village IKOLAHA with khanna disty. To augment ground water table by using canal water under Bhakra Main Line canal and Ground water division

Amount

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. Depth not exceeding 3 m. BGL All kinds of soil except rocky

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc R.C.C. Pipe NP -2 150 mm i/d pipe

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 150mm i/d Sluice Valves flanged

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement Conc 1:4:8 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type

First Class burnt Brick work laid in csm1:3 in foundation & Plinth

10 mm thick cement plaster 1:4 for bed

Providing orange colour safety footrest of minium 6mm thick plastic encapsulatedas per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 38mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 complete as per design

RCC 1:2:4 handmix including steel reinforcement upto 60kg/cum for slab

Supply, installation, testing and commissioning of mechanical flow meter 150 mm dia at site as per given specifications including the cost of fitting such as Tail pieces, D- joint, Nut & Bolts

Cement Conc 1:2:4 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

10 mm thick cement plaster 1:4 for sides

Cement concrete plain 1:3:6 mix

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cemwent concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using conrete mixer volumetric type

THE TH COOPERATIVE L/C SOCIETY LTD (BID ID -618797)